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<br /> ,�, VERSA-LAM° Floor Load Tables ,
<br /> � �...A ..�,._. .... ��-�w..�.+.v.-.E�.*.+.....nnmm••...�.n•m.^.•.--..-+.: .....+,-•-:•.�.,...+.; .'..�--..T-..-..T.-.-��..�..�.._.�...�._.__,,..,._..._ ..�._. ...--+�'..-•.+-,--�,....^�-iem+... ... . .*�+.�+.�-+�n*.-.n........ _. .. .. ... . .. ..
<br /> ' . ... ... ..-_..
<br /> VERSA-LAM° 2.0 3100 (100% Load Duration) ,�
<br /> Top Figure - Allowable Total Load[pif] �
<br /> KEY TO TABLE Middle Figure - Allowable Live Load[plf]
<br /> Bottom Figures - Minimum Required Bearing Length at End/Intermediate Supports[inches]
<br /> , � Double Ply 1'/."VERSA-LAM�2.0 3100 or Triple Ply 1'/."VERSA-LAM�2.0 3100 or Quadruple Ply 1'/."VERSA-LAM�2.0 3100 or
<br /> Span 1/.'VERSA-LAM 2.0 3100 3Y:"VERSA-LAM 2.0 3100 5Y."VERSA-LAM 2.0 3100 7"VERSA-LAM 2.0 3100
<br /> �ftl -- �-- � --- ----T- - _.._.. _..___ ___ _.. . ._..-------- --- -- -- - - - ----____
<br /> 7'/." 9/s" 11/e" I 14" 7'/a" 9%z" ' 11'/e' , 14" 16" 18" 24" 9Y:" ' 11'/a' ' 14" 16" 18" 20" 24" 11%' 14" 16" 18„ 20" 24"
<br /> 763 1063 1424 ; 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 7838 5697 ' 7179 8773 ', 10463 10459 10451
<br /> --- - ____ _ _. . _ - . . _ _ _
<br /> 6 762 _ -- 1525 - • - - - - - - • - - - - • - - - - -
<br /> -_ _ ._.._.._._ . .__ :__ ._ _ __._ _ _. , _ . ._ _ _ : _ : _
<br /> 1.814.4 2.416.1 '3.3182 4.1110.3 1.814.4 24161 '3.318.2 4.1110.3 5112.6 6115 6115 2.416.1 '3.3f8.2A.1110.3 5112.6 6115 I 6115 . 6/15 3.318.2 4.1110.3 5112.6 6115 6115 6115
<br /> 479 746 979 1207 957 1492 1957 ; 2414 2886 3402 ' 3913 2237 2936 3622 4328 ', 5103 ' S876 ' S870 3914 ' 4829 5771 ' 6803 7834 ' 7826
<br /> - __ _. .__... __. �.____ . _ _ _._._ .__ ___ , ,_ __ _._ .. .
<br /> 8 322 724 � - - 643 1447 _ �_ ._ 2171 - - - • ' - - • • - - - -
<br /> ___- --- _ ____. __ _•-- - --._ _._. . _ . _ _ . __:.. _ , __:
<br /> 1.5137 2.3157 317.5 3719.3 1.5137 2315.7: 317.5 ,3.719.3 4.4111.1 52113 6115 2.315.7 317.5 37193 4.4111.1 5.2113 6115 I 6115 3175 ',3.719.3,4.4111.1'S.2113 6115 6115
<br /> 243 551 745 909 487 1102 1489 1817 2148 2502 3126 1653 ' 2234 2726 3222 3753 4322 ', 4688 2978 3635 4296 ', 5003 ' S763 6251
<br /> _ _-- _ '. _ _ _ __..__. , _ . __. : _ _ ._ __ :__
<br /> 10 165 370 724 - 329 741 1447 - - 1111 2171 - - - � - 2894 - • - - -
<br /> _--- __ __.____ _ _-- . __ _ _ _ _ _ . _ __ _.
<br /> 1.513 2.115.3 2.917.1 3.518.7 1.513 2.115.3,2.917.1 3.518.7 4.1110.3 4.8112 6115 2.115.3 2.917.1 3.518.7 4.1110.3 4.8112 5.5113.8 6115 2.917.1 '3.5187 4.1110.3 4.8112 5.5113.8 6115
<br /> 182 , 413 665 808 364 825 1330 1617 1904 2209 2839 1238 1995 2425 2856 3313 3800 ' 4259 2659 3233 ' 3807 4417 ' S067 5679
<br /> ___ - --__ _ ._-- -___ -- -- - --__ _ __ __ __._ _. `__ _ ___. . _ _ _ _._.._ __ . _
<br /> - -_ _____.
<br /> 11 124 , 278 544 - 247 , 557 ' 1087 - - - - 835 1631 • - - - - 2175 • - - - •
<br /> 1.513 1714.4 2.817 3.418.5 1.513 1714A 2.817 '3.418.5 4I10.1 47f11.7 .6115 1.7/4.4� 2.817 3.418.5;4110.1 471117� , . . .
<br /> - -
<br /> 5.4113.4 6115 2817 ;3.418.5 4110.1 4.7l11]5.4113.4 6115
<br /> 139 317 585 728 279 ' 634 1170 1456 1709 1977 2601 950 ' 1755 2184 2564 , 2965 ', 3390 ' 3901 2340 ' 2912 ' 3418 3953 4519 5201
<br /> ---_ . __ _ _. ___ _ , .__.... . _ . _ _ __ _ -- ___._ --_.. . __ ._ .. .
<br /> 12 95 214 419 686 191 429 837 1372 - - - 643 1256 2058 - - • - 1675 ' 2745 • - - -
<br /> _. . __ :_ , _ . __ __ _ __ .
<br /> 1.513 i.5137 2.716.8 3.418.4 L513 1.513]',2716.8 3.418.4 3.919.9,46111.4 6115 1.513.7 2716.8 3.418A 3.919.9 4.6111.4 5.2113 ', 6115 2716.8'3.418A 3.919.9,4.6111A 52113 6115
<br /> 109 ' 248 488 662 217 496 ' 976 1324 1550 , 1789 2399 744 ' 1464 1986 ' 2326 ' 2683 ' 3059 '. 3598 1952 i 2647 3101 ' 3571 4078 4797
<br /> ___._ . .__._.. ._ _.__ _ .____, ----- ----.. . _ ........ _ _ __.. ._ --- -� _ _.._,_. _____ . ._. _ .. .
<br /> 13 75 169 329 540 150 337 659 ' 1079 - • • 506 988 1619 - - - • 1317 , 2159 • - - -
<br /> -- _ ---- ---- __._. _ . ____ . __ _ _..._ _. , ____. _ --- - --__ ,__ ._.. .
<br /> 1.513 1.513.1 2.416.1 3.318.3 1.513 1.513.1 :2.416.1 .3.3183 3.919.7 4.511t2. 6115 1.513.1 2.4I6.1 33183,3.9197 4.5111.2:5.11127 6115 2416.1 ;3.3183',3.919.7'4.511125.11127 6N5
<br /> 86 198 390 � 585 173 395 ' 779 1171 ' 1418 1633 2226 593 I 1169 ' 1756 2128 2449 , 2786 3338 1558 ! 2342 ' 2837 ' 3265 ' 3715 4451
<br /> -.._ _ ___ _ ___ . ,..__ . ._ _ . __ . . . __ . , . : _ __
<br /> 14 60 135 264 432 i20 270 527 864 1290 - - 405 791 1296 1935 • - - 1055 ' 1728 2580 - - -
<br /> _ _ .._ __ .__. __. - --_ __. _ _ _ . _ _ _.__ : _
<br /> 1.513 1.513 2.115.3 3.217.9 1.513 1.513 '2.115.3 3.217.9 3.819.6 4,4111 6115 1.513 2115.3 3.2179 3.819.6 4.4111 5112.5 6115 2.115.3 3217.9,3.8196'4.4111 5112.5 6115
<br /> 70 ' 160 316 509 139 320 ' 631 1018 13W 1502 2076 479 947 1527 1960 2253 2558 3113 1262 2036 ' 2614 ' 3003 ' 3410 4151
<br /> __ ._ _ ___ . -_ __. _ . . . . __
<br /> 15 49 110 214 351 98 220 429 703 1049 1493 • 329 643 1054 1573 2240 - - 858 , 1405 2098 2987 . • � "„�
<br /> --- - . . . ___ ` -__ _ .
<br /> 1.513 1.513 �1.814.6 2.917.4 1.513 1.5/3 '1.814.6 2.917.4 3.8I9.5 43110.9 6115 1.513 i 8146 2.9174 3.819.5 4.31109'4.9112.3 6115 1.814.6 2917.4 3.819.5 4.3110.9 4.9112.3 6115
<br /> 57 ' 131 259 427 113 262 ' S18 : 854 1151 1390 1944 393 777 1281 1727 I 2085 2364 2917 1036 1708 2303 2780 3151 3889
<br /> _ . ___ ____ . � , __ . . _ . _. ._ , . ,
<br /> 16 40 90 177 289 80 181 353 579 864 1230 - 271 530 868 1296 1846 - - 707 1158 1728 2461 - -
<br /> --- - --� . _ _ __. +_ -----_ _ _ _ ___ _ _ . :.. __._ . _; . _ _ _
<br /> 1.513 1.513 1.614 2.616.6 1.513 1.513 ' 1.614 2.616.6 3.618.9 4.3110.7 6115 1.513 1.614 2.616.6 3.618.9 431107'4.91122 6115 1.614 2.616.6 3.618.9 4.3110.7 4,9112.2 6115
<br /> ' 108 ' 215 355 93 217 430 710 1018 ' 1274 1826 325 ' 645 ' 1065 1527 1911 ' 2196 ' 2739 860 ', 1420 2036 2547 2929 3652
<br /> ----*--_:_ _____ _ __ __ ---'-- - _-_� ._...._.: __ _ -_- _---_ _ . .._- ____ _ ;_. _:_-_ _ _ . - .. _ .. . _ _ .. _.
<br /> 17 75 147 241 67 151 295 483 720 ' 1026 226 442 724 1081 1539 ', 2111 - 589 965 1441 2052 2814 -
<br /> ---.. - --_ ___._ _ - _ __ _ ____ ._ _.... .__ _.... . _.__ _..�. _.__..__ --... __ _:_
<br /> : 1.513 1.513.6 2.315.9 1.513 1.513 1.5136'2.315.9 3.318.4',4.2110.5 6115 1.513 1.513.6 2.315.9 3.318.4 42110.5''4.8112 6115 1.513.6'2.315.9 3.318A 4.2110.5 4.8112 6115
<br /> 90 180 298 I7 181 360 596 894 ' 1134 1701 271 ' S40 i 894 ; 1341 1701 2051 ; 2552 720 1191 ' 1788 2268 2735 3402
<br /> _.__.. .__. _.__.. _ _ .__._ . r . __..__. . _ ____.___ :__ . _ --.._ , _._..
<br /> 18 64 124 203 56 127 248 407 607 ', 864 . 191 372 610 910 1296 ' 1178 - 496 I, 813 1214 1728 2371
<br /> --. , . _..._.._ .-- _.._ _ :._. . __ . _,. _ _ _ ._ _ _ . _.: _
<br /> 1.513 1.5132 2.1I5.2 1.513 1.513 1.513.2 2.115.2 3.117.8 419.9 5.9/14.8 1.513 1.513.2 2.1/5.2I3.117.8; 419.9 '4.8111.95.9114.8 1.513.2.2.115.2 3.i17.8 419.9 4.8111.95.9114.8
<br /> 76 152 252 65 ' 152 ' 304 504 758 I 1016 1592 229 457 ' 757 1137 ' 1524 ' t863 2388 609 1009 ' 1516 ' 2032 ' 2484 3184
<br /> ___ -.__. _._..._- -- _.___.. . . .__._.__ _ ,__ . -' __ _ - -- __ .
<br /> 19 54 105 173 48 108 ', 211 ' 346 516 735 - 162 316 519 774 1102 1512 - 422 : 691 ' 1032 , 1470 2016 -
<br /> _ _ .-----_ .___.___ _--. _<... . __._. . _--. .. ......__. _ ._ _ :. __..__ . _ _ , .
<br /> 1.513 1513 1.914.7 1.513 i.513 I 1.513 1.914.7 2.817 3719.4 5.8I14.6 1.513 1.513 1.914.7 2.817 37/9A'4.6I11.4 5.8114.6 1.5/3 1.9147 2.817 3719.4 4.6111.4 5.8114.6
<br /> 65 130 215 54 ' 129 , 259 430 647 915 1496 194 ' 389 646 ' 971 '. 1373 ' 1678 ' 2243 519 861 I 1295 1830 2237 2991
<br /> _ _ -----r_____. __ - _ . __, - --._._ . _. _._ _ _ _ _ . :_ _ ._ _.......__ . .
<br /> 20 46 90 148 41 93 181 ' 296 442 630 1493 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987
<br /> --- __--._ � __ _- --__ ___. __:_ _ _ . _ _ __ _,._ .. .,__ _ _ . . _
<br /> 1.513 1.513 1.714.2 1.513 1.513 ' 1.513 1714.2 2.516.3 3.618.9 5.8114.5 1.513 1.513 1.7142 2.516.3 3.618.9 14.3H0.8 5.8/14.5 1.513 ,1314.2 2.5I6.3'3.618.9 4.3110.8 5.8114.5
<br /> ', ' 96 160 95 192 320 482 692 1304 142 288 ' 480 '. 724 ': 1038 : 1382 1956 384 640 965 1383 1842 2608
<br /> --__. ___.._ __ ___. .__. _._.____ . ._. _.___ _..__. ___ ____.. ---.- _-._ _._-_ . ____.. _
<br /> 22 68 111 70 136 223 332 473 1122 104 204 I 334 499 710 ' 974 ' 1683 272 445 665 947 1299 2244
<br /> _.-._ ___.__�- -..-- ------ --- -; ;-------- --- _-- ___,_ �-_ ___. _..__ _ __. . ___
<br /> " 1.513 1.513.5 ' 1.513 1.513 ''1.513.5 2.115.2' 3174 5.6113.9 1.513 1.513 1.513.5 2.115.2 317A ,3.919.9'5.6113.9 1.513 1.513.5 2.115.Z 317.4 3.919.95.6113.9
<br /> I ' 72 122 ' 71 145 243 368 ', 529 , 1092 106 , 217 I, 365 552 793 ', 1095 , 1638 290 486 , 736 1057 1460 2184
<br /> ____ : , _ _ _.. _..._. ___ _ ._ _ _ _ _ _ _. ,- _ _ __
<br /> 24 _ 52 86 54 105 172 256 365 864 80 157 ' 257 384 547 ' 750 ' 1296 209 343 512 729 1000 1728
<br /> --- ----r..__ . _ _.. __ �.____. _ ,__ .._ . - , ._ __
<br /> ! 1.513 1.513 1.513 1513 1.513 1.814A 2.516.3 5.1112.8 1.513 1.513 ', 1.513 '1.814.4 2.5l6.3 3.418.6!5.1I12.8 1.513 ; 1.513 '1.814A,2.516.3'3.418.6 5J112.8
<br /> ' S6 94 54 111 , 188 286 i 412 927 80 167 - 282 ', 429_ 618 ', 855 , 1390 223 . 376 ! 572 824 1139 _ 1853
<br /> --_____... _.,----. ___r ---- _� . _ __.. _._ __ --.. _ ---- - _.�... ----- _ --
<br /> 26 41 ' 67 42 82 135 � 201 287 680 63 124 ' 202 . 302 430 590 , 1020 165 270 ' 403 574 787 1359
<br /> --_ _----- ----- ---_ __--- ---- ___._.. ..._._ _. -•-- _...- __-_ _ ___ __ ;__. _... _...._ _
<br /> 1.513 1.513 1.513 ' 1.513 ' 1.513 1513.7 2.115.3 4.7111.8 1.513 1513 ' 1.513 1.513.7 2.1l5.3 I 2.9173 14.7111.8 1.513 ' 1.513 1.513.7!2.115.3 2.917.3 4711i.8
<br /> ' 74 87 148 226 ': 326 792 61 130 :.222 338 489 ' 678 ! 1188 174 296 ; 451 652 904 1584
<br /> _ . ,_ _ . , ____ . .
<br /> p$ 54 66 108 161 ', 230 544 51 99 ' 162 242 344 472 816 132 216 322 459 630 1088
<br /> _ __ - --_.- -- - � __.___ . __ . , ._
<br /> Y 1.513 1.513 1.513 1.5132'1814.6 4.4/t0.9 1.513 1.513 1.513 :1.513.2 1.8146'2.5f63 4.4110.9 1.513 1.513 1.5132 1.814.6 2.516.3',4.4110.9
<br /> 59 _ _-__- _-=-,-,68_ I 118_ 180_,_262 _ 639 102 ; 176 271 393 546 ' 959_ _ 137_ r 235 361 523 728 1279
<br /> - -- --__ ..__ __ _ . _. .
<br /> 30 ; 44 ! 54 . 88 131 , 181 442 80 132 197 280 ; 384 : 664 107 776 262 373 512 885
<br /> --- - --� __------ ----.�------ __-- ,. . .. _ , . __-r- , _. . _
<br /> 1.513 1.513 ' 1.513 1.513 1.614 3.819.5 1.513 ' 1.513 1.5(3 ' 1.614 '2.215.5 3.819.5 1.513 : 1.513 '. 1.513 ' 1.614 2215.5 3.819.5
<br /> • Total Load values are limited by shear,moment or deflection equal to L/240. Total Load values are � Table values for Minimum Required Bearing Lengths are based on the allowable compression
<br /> the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown.Other design
<br /> • Live Load values are limited by deflection equal to LI360.Check the Iocal building code for other considerations,such as a weaker support material,may warrant longer bearing lengths. Table
<br /> deflection limits that may apply. values assume that suppoR is provided across the full width of the beam.
<br /> • Where a Live Load value is not shown,the Total Load value will control. • For 2-ply,3-ply or 4-ply beams;double,triple or quadruple Allowable Total Load and Allowable Live
<br /> Load values. Minimum Required Bearing Lengths remain the same for any number of plies.
<br /> • Table values represent the most restrictive of simple or multiple span applications�Span is measured . �a��inch members deeper than 14 inches are to be used as multiple-member beams only.
<br /> center to center of the supports. Analyze multiple span beams with the BC CALC software if the
<br /> length of any span is less than half the length of an adjacent span. • This table was designed to apply to a broad range of applications. It may be possible to exceed the
<br /> • Table values assume that lateral support is provided at each support and continuously along the top limitations of this table by analyzing a specific application with the BC CALC�software.
<br /> edge and applicable compression edges of the beam.
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